Indevelopingdesignsforengineeredmix

Indevelopingdesignsforengineeredmixturestoimprovesoilwithstabilizers,itisalwaysrequiredthattheeffectiverateofthestabilizerbedetermined
in thestabilization.However,thereseemstobeaninsufficientamountofeffortinthedecision-makingrelatedtotheaccuracyandthereliabilityofthe
effectiverate.Thispaperpresentsanapplicationofafactorialexperimentalanalysis,togetherwithaneffect sizeestimation,toinvestigatethe effective
dosageratesofbottomashtoimprovea fine-grained soil.Unconfinedcompressiontestshavebeenconductedtomeasurethestrengthparameters
consideredinthemixturesofsoilþbottomashforwhichthebottomashdosageswere0,5,10,15,20,25,and30%bydryweightofthemixture.The
effective dosagerates,basedonthestrengthparameters,have been evaluatedprimarilybymultiple comparisons andCohen's d. Theresultsindicatethat
whilethereisasignificantstrengthdevelopmentwith “moderate” to “strong” sizesontheuntreatedsoil,duetothe30%bottomash(po0.05,Cohen's
d41.15),thestrengthisinsignificantlychanged(increasedordecreased)belowthe30%dosage(p40.05,Cohen's dr0.41).Itisfoundfromthe
experimentalanalysisthatafactorialapproachandaneffectsizeestimation comparewellinthedecision-making.Itissuggestedfromtheresultsthat
bottomashcanbeadequatelyaddedtosoilinthestabilizationforbothimprovement(i.e.,at30%dosage)andreplacement(i.e.,below30%dosage).The
proposeduseofbottomashwouldalsobebeneficialforrecyclingandthesustainable developmentoftheenvironment.
& 2014TheJapaneseGeotechnicalSociety.Production andhostingbyElsevierB.V. Allrightsreserved.

ผลลัพธ์ (ไทย) 1:

Indevelopingdesignsforengineeredmixturestoimprovesoilwithstabilizers, itisalwaysrequiredthattheeffectiverateofthestabilizerbedeterminedใน thestabilization อย่างไรก็ตาม thereseemstobeaninsufficientamountofeffortinthedecision-makingrelatedtotheaccuracyandthereliabilityoftheeffectiverate Thispaperpresentsanapplicationofafactorialexperimentalanalysis, togetherwithaneffect sizeestimation, toinvestigatethe ที่มีประสิทธิภาพดินทรายแป้งละเอียด dosageratesofbottomashtoimprovea Unconfinedcompressiontestshavebeenconductedtomeasurethestrengthparametersconsideredinthemixturesofsoilþbottomashforwhichthebottomashdosageswere0, 5, 10, 15, 20, 25, and30% bydryweightofthemixture ที่ผล dosagerates, basedonthestrengthparameters ได้รับ andCohen evaluatedprimarilybymultiple เปรียบเทียบ d. Theresultsindicatethatwhilethereisasignificantstrengthdevelopmentwith "ปานกลาง" ถึง "แข็งแรง" sizesontheuntreatedsoil, duetothe30% bottomash (po0.05 โคเฮนเป็นd41.15), thestrengthisinsignificantlychanged (increasedordecreased) belowthe30% ขนาด (p40.05, dr0.41 ของโคเฮน) Itisfoundfromtheexperimentalanalysisthatafactorialapproachandaneffectsizeestimation ทำ comparewellinthedecision Itissuggestedfromtheresultsthatbottomashcanbeadequatelyaddedtosoilinthestabilizationforbothimprovement(i.e.,at30%dosage)andreplacement(i.e.,below30%dosage) ที่proposeduseofbottomashwouldalsobebeneficialforrecyclingandthesustainable developmentoftheenvironmentและ 2014TheJapaneseGeotechnicalSociety.Production andhostingbyElsevierB.V Allrightsreserved

ผลลัพธ์ (ไทย) 2:

sizeestimation, toinvestigatethe ประสิทธิภาพdosageratesofbottomashtoimprovea เม็ดเล็ก dosagerates, basedonthestrengthparameters ได้รับการเปรียบเทียบ evaluatedprimarilybymultiple d andCohen ของ Theresultsindicatethat whilethereisasignificantstrengthdevelopmentwith "ปานกลาง" กับ "ความเชื่อ" dr0.41) .Itisfoundfromthe experimentalanalysisthatafactorialapproachandaneffectsizeestimation developmentoftheenvironment. และ 2014TheJapaneseGeotechnicalSociety.Production andhostingbyElsevierB.V สงวนลิขสิทธิ์.

ผลลัพธ์ (ไทย) 3:

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